- 13/16 Channel - P6001 - 13/16" x 1-5/8", 19 Gage Back-to-Back


P6001
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P6001
GR
10
73.00
P6001
GR
20
73.00
P6001
PG
10
73.00
P6001
PG
20
73.00
P6001
PL
10
73.00
P6001
PL
20
73.00
P6001
EA
10
31.00
P6001
EA
20
31.00


P6001 2


P6001 3
Elements of Section - P6001
Area of
Section
0.213 in2 (1.4 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.045 in4 (1.9 cm4)
0.024 in4 (1.0 cm4)
Section
Modulus (S)
0.055 in3 (0.9 cm3)
0.058 in3 (1.0 cm3)
Radius of
Gyration (r)
0.460 in (1.2 cm )
0.333 in (0.8 cm )
Column Loading - P6001
Unbraced
Height
(in)
Allowable
Load at
Slot Face
(lbs)

Max Column Load
Applied at C.G.
K=0.65
(lbs)
K=0.80
(lbs)
K=1.0
(lbs)
K=1.2
(lbs)
18 1,210 4,320 4,080 3,770 3,500
24 1,170 3,980 3,680 3,330 3,060
30 1,130 3,650 3,330 3,000 2,460
36 1,070 3,370 3,060 2,460 1,800
42 1,020 3,140 2,690 1,900 1,320
48 900 2,930 2,230 1,460 1,010
54 820 2,550 1,800 1,150 800
60 700 2,180 1,460 930 *
66 700 1,830 1,210 770 *
72 550 1,530 1,010 * *
*KL/r > 200
Beam Loading - P6001
Span
(in)
Max
Allow.
Uniform
Load
(lbs)
Defl at
Uniform
load
(in)
Uniform Loading
at Deflection
Lateral
Bracing
Reduct.
Factor
Span
/180
(lbs)
Span
/240
(lbs)
Span
/360
(lbs)
18 620 0.04 620 620 620 1.00
24 460 0.06 460 460 460 0.99
30 370 0.10 370 370 320 0.99
36 310 0.14 310 310 220 0.89
42 270 0.20 270 240 160 0.89
48 230 0.25 230 180 120 0.79
54 210 0.32 190 150 100 0.79
60 190 0.40 160 120 80 0.70
66 170 0.48 130 100 70 0.70
72 150 0.55 110 80 50 0.60

Notes:

  1. Above loads include the weight of the member.
    This weight must be deducted to arrive at the net allowable load the beam will support.

  2. Long span beams should be supported so as to prevent rotation and twist.

  3. Allowable uniformly distributed loads are listed for various simple spans, that is, a beam on two supports. If load is concentrated at the center of the span, multiply load from the table by 0.5 and corresponding deflection by 0.8.

  4. The lateral bracing factor should be multiplied by the load to determine the load retained based on the distance between lateral braces.

Bearing Load on Channel:

Max Load
1,000 Lbs
454 Kg
Max Load
0 Lbs
0 Kg
Max Load
700 Lbs
318 Kg